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M.7I2I2I27I~I`7I}2I7IunIyh7I2I1'% Ld   !??% (  TT ]@x@ L&6P ITM# ]@x@ L&6xP.Back analysis of a h2~fglIfif7ha8aIifIh< T L# ]@x@l LL&6landslide in a residual soil slope in Rio de Janeiro, Brazil (SUBMETIDO EM 7fiua78unL8iLfL`na8uhf7Lai87La7iknL8iL~8iLumLfin8`i7L~`fl87LLI~}mL}; T1 oG ]@x@ L&6tNOVEMBRO de 2008). @}~}<un<zzzyI2<T8p1 G ]@x@p 'L&6Canadian Geotechnical Journal. , 2009. yfifu8fi<ni^nfti7gf7<ih`if72<7<zzzz2<TT1 8G ]@x@ L&6P  % % %  TO A]@x@ L&6`GERSCOVICHrgF% % % T< 7'M]@x@ (L&6, D. M. S.., de Campos, T M P Vargas Jr.7<2<1<227<un<yekia7<<<h<f`jfa<`2TT(7cM]@x@(L&6P <Tpd7M]@x@dL&6X(2008)IzzzzITT7M]@x@L&6P,7'% Ld1?1w!??% (  TT7QM]@x@L&6P =TR7M]@x@R L&6`E A RetroM}<<~n^`iTT7>M]@x@L&6P-ST?7M#M]@x@? L&6dAnlise Da if78an<h< TM#]@x@GL&6Ruptura De Encosta No Rio De Janeiro, Brasil. XI Congresso Nacional de ~hk^h`ffnf}igia^ffif~8ignffin8`i7f~`fa872f&" WMFC `#`cmfyiij`naaiffg8iif7fuo< T{]@x@XL&6Geotecnia, Coimbra, 2008, ni^ngi8f7<yi8w`f7<zzzz7<TT{C]@x@XL&6P  % % %  T:]@x@^?L&6SAR, Alexandre Reis, LIGOCKI, Laryssa Petry, SAYO, Alberto Sa~}7O7mvfiu`nO~n7a7Onmyzm7Onf`hbagOhn^`h7O7O7wm`^iOfT;M#]@x@;^ L&6hmpaio Ferraz kg8iOyn``fm<'% Ldy#yt!??% (   % % %  T|#H 9]@x@L&6\Jardim, f`u87% % % TI ;-]@x@I  L&6`GERSCOVICHrgF% % % TD#!9]@x@)L&6, D M G , PINHEIRO, Giorgiana Freitas (20@77hm}m~78i`j8fifz`n8^faIz{TT!#M"9]@x@!L&6P0zT`N"#M#9]@x@N"L&6T6) zJ<'% Ld#,%!??% (  TTN###9]@x@N#L&6P < T]@x@7L&6Reviso das Condies de Segurana da Barragem de Curua~na8afioufaoyiiu8ginaounonih`figfougo~f``fjnounoyh`heTT2]@x@L&6P-ST3L#]@x@3 L&6hUna (PA) In: ifoIhJomi<; Tlg }]@x@DL&6XXIII mmmVT gM#}]@x@ DDL&6Congresso Brasileiro de Mecanica dos Solos e Engenharia Geotecnica, yiij`naaiV~`gb87n8`iVunVngfi8gfUuiaVi7iaWnV}ijnhtf`8fVni^ngi8gf7< TP ]@x@+L&62006, Curitiba. XIII COBRAMSEG. , 2006. vzzzz7<yh`8^8wf2<<<mmm<y~~}2<7<yzzz2<aT e]@x@ L&6d.4. p.1977 2z2<k1Zzzz<TTf ]@x@fL&6P-dSTT ]@x@L&6P <Td ]@x@L&6T1981ZzzZTT ']@x@L&6P  % % %  T/ %]@x@L&6lLIGOCKI L.P. ; Inmyzmn2h2<% % % T0 'f]@x@0  L&6`GERSCOVICHrgF% % % TTg%]@x@gL&6P ET0%]@x@L&6|D.M.S.; SAYO A.S.F.J.. 221;22y222Tp1%]@x@1L&6X(2003)HzzzzI'% Ld   !??% (  TT<%]@x@L&6P T=M#%]@x@= L&6hAvaliao da @bf78fgfiuh< T]@x@L&6segurana da barragem de Curuanjh`figfrugrwf``gjnrunryh`hfTT]@x@L&6P-ST,L#]@x@%L&6Una com base na Piezometria. In: XXV @igsgirwfansifrh8nlin^`8f2rmi<s; T<Smi ]@x@0 (L&6Seminrio Nacional De Grandes Barragens n8if`8i<fg8iif7<n<`fiuna<~f``fjnia<TTnSi ]@x@n0 L&6P-STTSi ]@x@0 L&6P <TS^i ]@x@0 L&6xCBDB 2003. v. 2 p. 207y~~<zzzz2<a2<z<k2;zzzTT_Si ]@x@_0 L&6P-STdS1!i ]@x@0 L&6T217.zZz2TT2!S!i ]@x@2!0 L&6P a % % %  TY!7o"]@x@6"L&6SAR A.R; LIGOCKI L.P. ; e~}<2~;<nmyzm<n2h2<<<% % % T8q!oc"]@x@86" L&6`GERSCOVICHrhF% % % TTpY!o"]@x@p6"L&6P <TY!o"]@x@6"L&6D.M.S.; SAYO A.S.F.J..(2003)222<<<&" WMFC ``c22y222IzzzzI'% LdS"b"S"!??% (  TTY!Yo"]@x@6"L&6P <TZY!N#o"]@x@Z6" L&6dAnlise da if78an<vg= T"$]@x@#L&6segurana da barragem de Curuanjh`figfugwf``gjnunzh`hfTT":$]@x@#L&6P-ST$;"N#$]@x@;#$L&6Una com base na Piezometria. In: II iggiwfaoifh8nljn^`8f2mj<mm= T$N#%]@x@{%HL&6Congresso De Inovao Tecnolgica Em Energia EltriCA 2003 Salvador. II yiij`naaiRnRmiiaggfiRngii6ij8gfR}S}in`j8fR}7n^`8yRzzzzRf7afvi`2Snn= T|@& V']@x@'L&6\CITENEL ym}}n<TT @& V']@x@ 'L&6P-STT @&, V']@x@ 'L&6P <T- @&V']@x@- ' L&6dANEEL Novemb}}n<ianwT@&\V']@x@' L&6dro 6p. 2003.`i<zk2<zzzz2TT]@&V']@x@]'L&6P  % % %  T<F(\)]@x@#)(L&6SAR A.R.; LIGOCKI L.P; SAYO A.S.F.J.; ~}Y2~1<YnmyzmYn2h<YY22y22<Y% % % T^(EP)]@x@#) L&6`GERSCOVICHrgF% % % TTFF(\)]@x@F#)L&6P YTF(\)]@x@#) L&6hD.M.S. (2004)222YIzzyzI'% Ld@)O)@)5!??% (  TTF(+ \)]@x@#)L&6P YT|, F(M#\)]@x@, #)L&6\Estudos }a^hvjb< T )*]@x@* L&6Geotcnicos na Barragem de Curuni^ngi8fiaBifBf`afjnBunBzh`hfTT)*]@x@*L&6P-STH)M#*]@x@**L&6Una. In: 1 Simpsio Brasileiro De Jovens if2Cmi<BZZB8kia8iB~afa97n8`iBnBiania< T+ ,]@x@g,L&6lGeotcnicos Geoni^ngi8fiabniTT +c ,]@x@ g,L&6P-STd +,]@x@d g,L&6hJovem 2004 Geojanbzzz{bniTT+,]@x@g,L&6P-ST+ ,]@x@g,L&6Jovem 2004. 23 a 24 de Agosto ianbzzzz2b{zbfbz{buobjib^icTT +R!,]@x@ g,L&6P-TTTS!+!,]@x@S!g,L&6P bTX!+",]@x@!g,L&6PCDyTT"+#,]@x@"g,L&6P-T T,-M B.]@x@ . L&6hROM 2004 p. 1~<zzzy<k2<ZTTN ,- B.]@x@N .L&6P-STX ,-K B.]@x@ .L&6P6.z1TTL ,- B.]@x@L .L&6P  % % % TT0/?u0]@x@20L&6P  TT|1?2]@x@~2L&6P % % ( 666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6 6 66&66& 6  6 66&66& 6  6 66&66& 6  6 66&66& 6  6 66&66& 6 666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&66&6666&WMFC``c&66&6666&66&6666&66&6666&66&6666&66&6 6 66&66& 6 !!6!66&66&!6!!""6"66&66&"6""##6#66&66&#6##$$6$66&66&$6$$%%6%66&66&%6%%  KS."System??????????????-- $>$>- @ ! JA- @BComic Sans MS--- )2 [SKESTABILIDADE DE TALU     2 [ySKDESu  2 [SK  ,KS$>- $>- @ !JA-- @ !JA-- @ !JA-- @ !J -- @ !J -- @ !jA-- @ !jA-- @ !jA-- @ !j -- @ !j -- @ ! JA-- @ ! J -- '@"Albertus--- 2 y1SK --- 2 G SKGERSCOVICH   @BComic Sans MS---O2 -SK, D. M. S., VARGAS Jr, E. A, de CAMPOS, T. 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XIII COBRAMSEG. , 2006. v   2 k SK.4. p.1977 : 2 SK- 2 SK 2 SK1981 2 SK --- "2 GSKLIGOCKI L.P. ;    ---2  SKGERSCOVICH   --- 2 SK /2 SKD.M.S.; SAYO A.S.F.J..     2 SK(2003)- @ !G-  2 SK 2  SKAvaliao da   82 jSKsegurana da barragem de Curu  2 -SK-C2 2%SKUna com base na Piezometria. In: XXV     G2 j(SKSeminrio Nacional De Grandes Barragens     2 XSK- 2 ]SK ,2 aSKCBDB 2003. v. 2 p. 207 2 SK-2 SK217. 2 SK --- 12 GSKSAR A.R; LIGOCKI L.P. ; C  ---2  SKGERSCOVICH   --- 2 *SK 72 .SKD.M.S.; SAYO A.S.F.J..(2003)      - @ !G-  2 SK 2  SKAnlise da 82 'jSKsegurana da barragem de Curu  2 '2SK-A2 '7$SKUna com base na Piezometria. In: II    w2 @jHSKCongresso De Inovao Tecnolgica Em Energia EltriCA 2003 Salvador. II   2 YjSKCITENEL   2 YSK- 2 YSK 2 Y SKANEEL Novemb   2 Y SKro 6p. 2003. 2 YHSK --- G2 xG(SKSAR A.R.; LIGOCKI L.P; SAYO A.S.F.J.;       ---2 xC SKGERSCOVICH   --- 2 xSK 2 x SKD.M.S. (2004) - @ !zG-  2 xSK 2 xSKEstudos ;2 j SKGeotcnicos na Barragem de Curu  2 -SK-J2 2*SKUna. 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